Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study
Autor(a) principal: | |
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Data de Publicação: | 2017 |
Outros Autores: | , , , , , , , , , , , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | https://hdl.handle.net/1822/52667 |
Resumo: | Earthquakes cause severe damage to masonry structures due to inertial forces acting in the normal direction to the plane of the walls. The out-of-plane behavior of masonry walls is complex and depends on several parameters, such as material and geometric properties of walls, connections between structural elements, the characteristics of the input motions, among others. Different analytical methods and advanced numerical modeling are usually used for evaluating the out-of-plane behavior of masonry structures. Furthermore, different types of structural analysis can be adopted for this complex behavior, such as limit analysis, pushover, or nonlinear dynamic analysis.Aiming to evaluate the capabilities of different approaches to similar problems, blind predictions were made using different approaches. For this purpose, two idealized structures were tested on a shaking table and several experts on masonry structures were invited to present blind predictions on the response of the structures, aiming at evaluating the available tools for the out-of-plane assessment of masonry structures. This article presents the results of the blind test predictions and the comparison with the experimental results, namely in terms of formed collapsed mechanisms and control outputs (PGA or maximum displacements), taking into account the selected tools to perform the analysis. |
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Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative studymasonrynumerical analysisout-of-planepredictionsseismic performanceArts & HumanitiesScience & TechnologyEarthquakes cause severe damage to masonry structures due to inertial forces acting in the normal direction to the plane of the walls. The out-of-plane behavior of masonry walls is complex and depends on several parameters, such as material and geometric properties of walls, connections between structural elements, the characteristics of the input motions, among others. Different analytical methods and advanced numerical modeling are usually used for evaluating the out-of-plane behavior of masonry structures. Furthermore, different types of structural analysis can be adopted for this complex behavior, such as limit analysis, pushover, or nonlinear dynamic analysis.Aiming to evaluate the capabilities of different approaches to similar problems, blind predictions were made using different approaches. For this purpose, two idealized structures were tested on a shaking table and several experts on masonry structures were invited to present blind predictions on the response of the structures, aiming at evaluating the available tools for the out-of-plane assessment of masonry structures. This article presents the results of the blind test predictions and the comparison with the experimental results, namely in terms of formed collapsed mechanisms and control outputs (PGA or maximum displacements), taking into account the selected tools to perform the analysis.info:eu-repo/semantics/publishedVersionTaylor and FrancisUniversidade do MinhoMendes, NunoCosta, Alexandre A.Lourenço, Paulo B.Bento, RitaBeyer, Katrinde Felice, GianmarcoGams, MatijaGriffith, Michael C.Ingham, Jason M.Lagomarsino, SergioLemos, Jose V.Liberatore, DomenicoModena, ClaudioOliveira, Daniel V.Penna, AndreaSorrentino, Luigi20172017-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/52667eng1558-305810.1080/15583058.2016.1238974info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-12-30T01:25:45Zoai:repositorium.sdum.uminho.pt:1822/52667Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:24:28.726553Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
title |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
spellingShingle |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study Mendes, Nuno masonry numerical analysis out-of-plane predictions seismic performance Arts & Humanities Science & Technology |
title_short |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
title_full |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
title_fullStr |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
title_full_unstemmed |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
title_sort |
Methods and approaches for blind test predictions of out-of-plane behavior of masonry walls: a numerical comparative study |
author |
Mendes, Nuno |
author_facet |
Mendes, Nuno Costa, Alexandre A. Lourenço, Paulo B. Bento, Rita Beyer, Katrin de Felice, Gianmarco Gams, Matija Griffith, Michael C. Ingham, Jason M. Lagomarsino, Sergio Lemos, Jose V. Liberatore, Domenico Modena, Claudio Oliveira, Daniel V. Penna, Andrea Sorrentino, Luigi |
author_role |
author |
author2 |
Costa, Alexandre A. Lourenço, Paulo B. Bento, Rita Beyer, Katrin de Felice, Gianmarco Gams, Matija Griffith, Michael C. Ingham, Jason M. Lagomarsino, Sergio Lemos, Jose V. Liberatore, Domenico Modena, Claudio Oliveira, Daniel V. Penna, Andrea Sorrentino, Luigi |
author2_role |
author author author author author author author author author author author author author author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Mendes, Nuno Costa, Alexandre A. Lourenço, Paulo B. Bento, Rita Beyer, Katrin de Felice, Gianmarco Gams, Matija Griffith, Michael C. Ingham, Jason M. Lagomarsino, Sergio Lemos, Jose V. Liberatore, Domenico Modena, Claudio Oliveira, Daniel V. Penna, Andrea Sorrentino, Luigi |
dc.subject.por.fl_str_mv |
masonry numerical analysis out-of-plane predictions seismic performance Arts & Humanities Science & Technology |
topic |
masonry numerical analysis out-of-plane predictions seismic performance Arts & Humanities Science & Technology |
description |
Earthquakes cause severe damage to masonry structures due to inertial forces acting in the normal direction to the plane of the walls. The out-of-plane behavior of masonry walls is complex and depends on several parameters, such as material and geometric properties of walls, connections between structural elements, the characteristics of the input motions, among others. Different analytical methods and advanced numerical modeling are usually used for evaluating the out-of-plane behavior of masonry structures. Furthermore, different types of structural analysis can be adopted for this complex behavior, such as limit analysis, pushover, or nonlinear dynamic analysis.Aiming to evaluate the capabilities of different approaches to similar problems, blind predictions were made using different approaches. For this purpose, two idealized structures were tested on a shaking table and several experts on masonry structures were invited to present blind predictions on the response of the structures, aiming at evaluating the available tools for the out-of-plane assessment of masonry structures. This article presents the results of the blind test predictions and the comparison with the experimental results, namely in terms of formed collapsed mechanisms and control outputs (PGA or maximum displacements), taking into account the selected tools to perform the analysis. |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017 2017-01-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://hdl.handle.net/1822/52667 |
url |
https://hdl.handle.net/1822/52667 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
1558-3058 10.1080/15583058.2016.1238974 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Taylor and Francis |
publisher.none.fl_str_mv |
Taylor and Francis |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
repository.mail.fl_str_mv |
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1799132723926794240 |